HomeMy WebLinkAbout060300119 Site Plan
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This Plot PlCII Prepcnd For: Mil Homes
Lot # 84, contoining12,014 SJ.:I:, in
Heather Knoll
Section # 2
Instrument # 2006-00004470
PC 4 Slide 13
Clay Township, HomltCII County
SEe 20. TIllN. R03E
2653 NE'MNGTON LANE _ (50' R/Yf)
Westfield, IN 46074 --
Prepored Dote: 03/03/06: By: KAG
Community Restrictions:
Side Yard = 3' min.
Aggr"'late = 6' B.H.
Rear Yard = 20' min.
Zoning - 51
ID(lDeoriDa
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WldJcope -
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GeoIocJ
Note:
This .drawing is based on construction pIons or record drawings,
and IS not based upon 0 fieid survey. The Schneider Conporotion
does not warrant the accuracy or sufficiency of this information.
Contractors shouid verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Conporation immediately; foning to do
so results in the contractors assumption of 011 iiab~ity.
Plot Pian Legend
i 000.0 i Proposed Grades
000.0 Existing Grades
___ 000.0- Contour Grode
* Approx. Lateral Location
_ . _ Sonitcry Sewer lines
_.,_ Storm Sewer Lines
_ \I - Water Service Lines
_ _ - - - - - Sub-Surface Drain lines
o Manhole (Sanitary or Storm)
. Beehive iniet (Storm)
III Curb inlet (Storm)
D End Section (Storm)
.... fire H)'lront
_ 000 _ 000 - Flow Line of swele
_ - Bu~ding Line (BL / BSL)
- - - - - - - Easement Line
VB06.0050022
LOT i 84
~
.~
=~=
~
Assumed North
Scale : ,. = 30'
Oeton of
Ground/51"'" Water.
Flow pattern of on
indi~duallot.
~
Note: Bu~der to
ensure positive
drainage away
from structure(s).
Mil Homes
finished Floor EllMltion Information
Pad Grade = 918.4 per plan
Pod Grade + 0.2' = Garage FFE (918.6)
Garage FFE + 0.5' = Residential FFE (919.1 )
Residence FFE - 9.0' = Basement FFE (910.1 )
GROUNO COVER CALCULA nONS:
Orive = 862 sri
Public Walk = 439 sri
PriYOte Walk = N sri
Seeding = 5,B23 sri
Sad = 351 SY:t,
from fronl of residence.
Note: Sanitary Sewer
Tap of Costing Information
Upstreom Manhole, TC=917.24
Downstream Monhoie, TC= 918.09
per record drwg.
NOTE: GARAGE FH. IS
PRDPOSEO TO BE 1.1' ABOVE
CURB AT ORIVEWA Y T.B.M.
O:-lf11
TC=917.24
PER RECORD
DRAWiNG
Note: The contractor is to maintain a
minimum distcmct of ten feet (10')
between the sonitary sewer and water
line laterals.
TC=918.09
PER RECORD
DRAWING
FLOoo HAZARa STATEMENT
CERTlFICA TloN
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TYPICAL SWALE SECTlON
Flood Hazard Stolement: The accUracy of any flood hazard data shown on
this plot plan is subject to map scale uncertainty and 10 any olher
uncertainty in location or elevation on the referenced flood insurance rote
mop (ARM). None of the within described land lies within that special flood
hazard zone 'A', os said land plots by scale on Community Mop Panel *
18057C020Sf of the flood insurance rate maps (ARM) for Hamilton County,
Indiana, Ooted May 1 g, 19B1.
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.